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4. 907 Relative _ <br /> v Compaction IA <br /> v j <br /> r <br /> Existing - — <br /> Surface v Rim and Invert Elevation Per Plan <br /> i <br /> f» <br /> - -- — Imported Borrow to be constructed <br /> m �f1'--4r0.Dy 1' to Spring Line prior to placing pipe. <br /> `Mortar (Typ.) <br /> 0.D. + 2' <br /> 0 <br /> m <br /> TRENCH DETAIL <br /> A n <br /> a T New 12" Dia.—, <br /> A R.C.P. (CI. III) j <br /> N r <br /> 6., <br /> 6" <br /> a I CLASS "B" CONCRETE <br /> 24" DIA. STORM DRAIN INLET <br /> " . <br /> - - -Minor Concrete Note: <br /> a Collar 1. 24" Dia. Pipe Barrel shall be R.C.P. (Class III) <br /> s 1' Thick �1 ' Thick 2. Frame and Grate per Oldcastle A-515 Frame and A-108 <br /> ' —Existing lot drain <br /> Grate or Equal <br /> _() l f 4" P.V.C. Pipe (Sch. 40) <br /> Minor Concrete: <br /> N Install Concrete Collar at <br /> connection to New R.C.P. (Class III) 4" P.V.C. Pipe <br /> Place dbl. layers of 6"x6"— shall not penetrate 12" Concrete Pipe <br /> fW1.4xW1.4 welded wire fabric. <br /> A PIPE CONNECTION DETAILS <br /> � m <br /> Wo <br /> COUNTY OF SAN JOAQUIN I NO SCALE CONSTRUCTION DETAILS FINE ROAD RESURFACING Sheet No. <br /> (Copperopolis Road to Flood Road East) 8 of 10 <br /> DRAWN BY DATE I P 0JECT ENGINEER DATE C DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 0. 19ames 8/OI � ry tl/ ay$ � D� <br /> 0 <br />